HomeMy WebLinkAboutDWG 440-5; CT 02-17; FAIR OAKS VALLEY; 01-18GENERAL NOTES
1. THIS PL.AN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE: THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBM/11£D TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON 1HE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE Of LIABILITY. THE INSURANCE
COMPANY WRITING 1HE POLICY MUST HA VE: A RA TING OF • A • OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETT£R AS ESTABLISHED BY 'BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE: BEEN OBTAINED FROM
THE CITY AND OTHER APPROPR/A TE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF 1HE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF 1HE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS W/1HOUT 1HE WRITTEN APPROVAL
OF 1HE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND Tl TL£ SHEET.
8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY 1HE CITY ENGINEER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-Of-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY 1HE
CITY,
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITT' AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCH/ S ARE W/1HIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET. (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITT£D BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALlfORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. 1HE SOILS REPORT WILL BE SUBMITT£D TO 1HE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WR/TT£N FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITT£D TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PBFCQNSTRIIC11QN MEfllNQ SHAil Bf H£1 Q AT THf SIT[ PRIOR TO 7Hf
BEGINNING OF WORK AND SHALL BE A TT£NDED BY ALL REPRESENTA TIVE:S
RESPONSIBLE fOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL
01HER ASPECTS Of THE WORK, 7'-1£ CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE:(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS 01HER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING 1HE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT
q6oyJ8-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
N _F DAY RFf(i,\E THE iNsPEC110N IS Nf;FQFQ INSPECTIONS WILL BE MADE
1HE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AfTER
2: 00 P.M. WILL BE SCHEDULED "OR TWC FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
1HE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKEfi PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE JNSTALLA TION
1HF.REIN. THIS PLAN MUST BE PRE:PARED fOR ALL TRENCHES FIVE: FEET (5? OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 1HE SHORING SYSTEM
STANDARDS £$TARI tSHfO RY THE CTJNSTRtlCllQN SAFETY ORQfR'i 1111 E B
CALIFORNIA ADMINISTRATIVE: CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT . MUST BF SUBMITT£D TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS Wlll CEASE ll,/MfQIA7Fl Y: AND THE
PERMf'TEE -~LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UN11L THE PERM/TT££ HAS RECEIVED WRITT£N AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON TH/, SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARR/Vj.L, DEPARTURE OR OPERA 110N OF TRUCKS,
EAR1HMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY 01HER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY 1HRU fRIDA Y ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBM/TT£D BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BfGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 110N.
19. NO BLASTING SH,".L BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. 1HE EXISFNCE ANO LOCATION OF UTILITY STRUCTURES AND F'ACILl11£$ SHOWN
ON 1HE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF' THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY "'ACIU71ES OR STRUCTURE$ NOT SHOWN OR IN A LOCATION DlffERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAU110NARY MEASURE$ TO PROTECT THE U11LITIES SHOWN ON 1HE PLANS AND
ANY OTHER EX/S11NG FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VE:RlfY THE LOCATION OF ALL EXISTING F'ACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUfF/CIENTL Y
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONF'LICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFfECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUC710N NEAR 7HEIR
FACILl11ES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE:.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
TIME WARNER CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD (STREEST & STORM DRAIN)
*CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER)
*SAN DIEGUJTO WATER DISTRICT
•LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
•OUV/iNHAIN WATER DISTRICT
•BUENA SAN/TA 110N DISTRICT
BOO 422-4133
800 660-7343
800 892-0123
760 438-7741
76( 806-9809
760 434-2980
760 438-2722
76( 6JJ-2650
760 753-0155
760 744-0460
760 753-6466
760 726-1340
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AF'TER "R" VALUE
TESTS HAVE: BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITT£D TO THE
ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF' TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON 1HESE PLANS.UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON 1HE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT F'OUNDA 110NS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILl11ES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING , PIPE LINE JS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF' BUILDING OR STREET AREAS AND REPLACED W/1H
PROPERLY COMPACTED SOILS. IN 01HER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRA Tl VE: COO£.
6. STREET TREES SHALL BE INSTALLED PER SECTION JV O.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RESIDENTIAL STREET STANDARDS.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF' WORK OF THIS PLAN PER SORS DWG Ml 9.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING .INSPECTOR.
OMWD WATER NOTES
1. POT ABLE WATER WOO<S SHALL BE CONSTRUCTED IN ACCOflJANCE WITH THE DETAILS
AND MATERIALS AS SPECIFIED I/I THE MOST RECENT EDITION OF Tl£ OLIVEJ#iAIN
l'I.JNICIPAL WATER DISIDICT (DISTRICT) STAr-DAfll SPECIFICATIONS Ar-D DRAWIMIS
FOR THE CONSTRUCTION OF WATER MAINS AND F'ACILITIES, INCLUJING ALL AMENDMENTS ADOPTED PRIOR TO TIE DISTRICT APPROVAL DATE ON Tl-ESE PLANS.
CONTRACTOR SHALL HA VE A COPY OF Tl£ ST ANDAPJJ SPECIFICATIONS ON Tf£ JOO
SITE AT ALL TIJ.ES.
2. THE SUBMISSION AND REVIEW OF ALL SUJMITTALS AS REQUIRED BY Tl£ STANDAFll SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION
MEETING WITH TIE DISIDICT 'S INSPECTOR.
3. UNLESS OTHERWISE NOTED. COH!ECTIONS TO EXISTING MAINS SHALL BE MADE ORY.
THE TIJ.E AND IHIA TION OF ANY Sl{)TOOWNS OF EXISTI/'13 MAINS SHALL BE SIEuECT
TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHJTDOWN.
4. CONTRACTOR SHALL COOR/JINA TE WITH DISTRICT ALL ARRA/lfiEJ-ENTS F'OR HIGH-LINING TEMPORARY SERVICES PRIOR TO SWTCXJWNS. NO SWTDOWNS WILL BE SCI-EDULEO ON A
/,I/JllJA Y OR FRIDAY.
5. CCWTRACTOR SHALL Rf.VIE}/ ALL PROPOSED TRE/'Di WORK WITH CAL/OSHA. A COPY OF
EXEMPTION LETTER OR TRENCHING PEfl,IIT, IF REQUIRED, SHALL BE SUBMITTED TO
THE DISIDICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISIDICT'S INSPECTOR.
CONTRACTOR SHALL NOTIFY Tl£ DISTRICT INSPECTIONS DEPARTMENT 4B HOLf/5 PRIOR
TO THE BEGil'l'IING OF WCR< TO ARRANGE FOR INSPECTION OF THE PROJECT.
7. THE CCWRACTOR mBT CALL 'VIG ALERT OF SOUTl£RN CALIFORNIA" TO HA VE
UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTioN. 1HIS ,CALL WILL BE MADE AT LEAST 48 HOLflS IN ADVANCE PRIOR TO ANY WOO< BEI/'13 PEFFOR/£IJ IN
PUBLIC RIGHT-OF-WAY. (DIG ALERT PHO/'E: B00--227-2600)
B. ALL EXISTING FACILITIES WHICH MAY AFFECT PRO,£CT CONSTRUCTICXI/. I.E .. LINE CROSSINGS, LI/'E PARALLELING, OR PROPOSED CON/'ECTIONS SHALL BE FIELD VERIF'IED BEFORE ANY CONSTRUCTION BEGINS.
9. THE CCWRACTOR SHALL Fi.R'IISH AND INSTALL PER THE STA/'lJARD SPECIFICATIONS
THE APPRCPRIA TE BURIED UTILITY WIR/ING AND IDENTIFICATION TAPE ABOVE ALL
PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY.
JO. W1£R£ ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE. TOP
OF PIPE PR/FILE IS 48-0CHES BELOW CENTEFLI/'E CF FINISH GRADE OF STfffT.
11. ALL DEF'LECTIONS (HORIZONTAL Ai'll VERTICAL) SHALL BE MADE BY USE OF ..xJINT
CO!RINGS WITH 4" MAXIMUM DEFLECTION PER COUPlI/'13 (2 • PER ..xJINT). NO BE/'lJING
(CLflVING) CF PIPE SHALL BE PERHIDED.
12. />l;NUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS
AT ALL LOW POINTS IN Tl£ WATER MAIN PROFILE. PLACE MANUAL AIR FREASE$ AND
BLOW-OFF$ WITHIN 1'ETER BOX AND LOCATE BEHIHJ CIRB UNLESS OTHERWISE APPROVED
BY DISIDICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MAN.JAL
AIR RELEASE OR BLOW-OFF WHEN LOC\TED AT OR /£AR HIGH OR LOW POINTS. AS
APPROVED BY THE DISTRICT'S REPRESENTATIVE.
13, INSTALL A MIN™-IM J-I/IQ-I WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-F'EET F'ROM A SIDE LOT LIi£. A 3/4-I/IQ-I HIGH LETTER ''II'" SHALL BE CHISELED IN
TOP OF EXISTING CIRB OR IMPRINTED IN NEW CLf/8 AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATICXI/. MU.TIPLE RESIDENTIAL CIH'LEXES.
CCHERCIAL OR I/0.ISTRIAL DEVELOPMENT SHALL HA VE APPROVED BACKFLOW
PREVENTION DEVICE ON CUSTOMER'S SIDE CF WATER IETER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATICW OF VALVES.
17. LINE VALVES, WI-ERE REWIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT
THE TEE WHENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT ANJ MEETING THE DISTRICT'S STANDAFV SPECIFICATIONS. ARE TO DE INSTALLED AT LOCATIONS SPECIFIED BY Tl£ FIRE DISTRICT.
19. ALL DESIGN CHANoES TO Tl£ WA TfR SYSTEM SHALL BE APPROVED BY T": DISTRICT
REPRESENT A T[VE IN IRITING PRIOR TO CONSTRUCTICX'I AND ACCEPT ANGE CF TIE
CHANGE.
20. THE WATER : /STEM SHALL BE PRESSURE TESTED IN ACCORJANCE WITH Tf£
PROCEDt.flES IN Tl£ OMJ'/IJ STANDARD SPECIFICATIONS. TIE CLASS OF PIPE SHALL BE
USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VAL YES
(CLOSED) AND AFfVITENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE OISil'FECTED IN ACCORDAM:E WITH
SECTION J.5041. OF THE OMWO STANDAFV SPECIFICATIONS PRIOR TO TIE-IN OR COH!ECTION TO EXISTING SYSTEM F AGILITIES. BACTERIOLOGIC OOALITY TEST
RESULTS SHALL CCN'Cf!M TO Tl£ CRITERIA SPECIFIED IN THAT SPECIFICATION.
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TQ FINAL ACCEPTANCE OF
WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERJJTCA TICX'I OF Tl£ LOCATION
AND ELEVATION OF PIPES Ar-D APPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF OtE (j) YEAR AFTER THE DA TE OF ACCEPTANCE FDR THE PRO,£CT. CONTRACTOR SHA/ I_ REPAIR OR FEPI..ACE
ANY OR ALL SUCH 1/0fK TOGETl£R WI1H ANY OTHER WORK WHK I MAY BE DISPLACED
IN SO CXJING THAT MAY PROVE rEFECTIVE IN WORKMANSHIP ANO, ''JR MATERIALS WITHIN
THE Olvf:-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT FXPENSE WHATSOEVER
TO THE DISIDICT. ORDINARY WEAR AND TEAR. UMJSUAL ABUSE OR 111:GLECT EXCEPTED.
24. ALL IFIFIIeA TION /£TERS SHALL BE SERVED WI1H RECYCLED WATER IJNLESS PREVIOUSLY APPROVED IN WRITING BY Tl£ DISTRICT.
25. ALL BURIED F !TTINGS AND VAL YES SHALL BE WAX TAPE ilRAPPED IN ACCORDANCE WITH OMWO STANDARD SPECIFICATIONS.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. VIClN ITY MAP
IMPROVEMENT PLAN(S)
WORK TO BE DONE
1HE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE 11ME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
2. SIGNING, STRIPING AND PA VE:MENT MARKINGS SHALL CONFORM TO THE
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD
2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALIRANS STANDARD
SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THESE PLANS
CITY OF OCEANSIDE 1. CARLSBAD MUNICIPAL CODE
AND THE SPECIAL PROVISIONS.
HIGHWAY 78 \
~ '---,};
2. CITY OF CARLSBAD STANDARDS
J. 7HIS SET OF PLANS
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC
WORKS DIRECTOR OR HIS REPRESENTATIVE:, PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED
BY THE ENGINEER OF' WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY
CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE: PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING
SHALL USE ENCAPSULATED LENS REFLEC11VE: SHEE11NG (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING
AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUC110N PROJECT
WILL BE RESTORED TO A "LIKE NEW' CONDITION, IN A MANNER MEE11NG THE
APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCA 110N OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY
THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE: PRIOR TO INSTALLA 110N.
~
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NOT TO SCALE
CITY OF VISTA
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; CITY OF
1',0~ll \ SAN MARCOS
~CAMINO JUNIPERO
4. RESOLUTION NO. PC 5951-5956 DATED AUGUST 17. 2005
5. 1HE STANDARD SPEC/f/CA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDA 110NS BY GEOCON INC.
DA TED NOVEMBER 27, 2001 & UPDATE REPORT DA TED JUNE 26, 2006
7. THE SAN DIEGO AREA REGIONAL STANDARD IJRA WINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8. OLIVENHAIN WATER DISTRICrs STANDARDS AND SPECIF/CATIONS FOR WATER.
9. THE LEUCADIA WASTEWATER DISTRICfS STANDARDS AND SPECIFICATIONS FOR SEWER.
10. CALIFORNIA COASTAL COMMISSION OEVLEOPMENT PERMIT CONDITIONS DA TED _flfL_.
11. STORM WATEF/ PO/I LUTION PREVENTION PLAN (SWPPPl PREPARED BY PASCO ENGINEERING
DATED /t){~, ,-z... -Wl)/D# "!'"J,"1r..%7't z_.3, 1 /
12. STORM WATER M;t!NAGEMENT PLAN BY PASCO LARET SUITER & ASSOCIATES DATED ID/!', IZ--
13. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND1 CAL1TRANS
CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY 8. CONTRACTOR SHALL REMOVE: ALL CONFLICTING PAINTED LINES, MARKINGS AND
PA VE:MENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY
THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF'THE CALTRANS METRIC
STENCILS.
PACIFIC
OCEAN SITE 4" SEWER LATERAL
8" PVC SEWER MAIN
SEWER MANHOLE
LW S-17 ---~® 49
s 0 s -3614 LF
10. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE:
10' INSIDE 0/MENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PA VE:MENT ARROWS AND PA VE:MENT
LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PA VE:MENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD ORA WING
M-19.
IJ. ALL MEO/AN NOSES AND FLARES SHALL BE PAINTED \'E'LLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION/, AS AMENDED
FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY
BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN JS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A
STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE
CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/OED AND
INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS
EXIS11NG TO BE RFLOCA TED OR TO REMAIN.
19. {If NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE
INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24"
AND THE OMI-J OBJECT MARKER SHALL BE 12"X12"
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 1HA T I
HA VE: EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 1HE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND 1HA T
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF' CARLSBAD DOES NOT RELIEVE: ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN. ~::=,~,-..
'l'i'-QfESSJo~ FIRM: PASCO LARET SUITER & ASSOC/A TES
ADDRESS: 5J5 N. HWY. 101
CITY, ST.: SOI ANA BFACH CA 92075
TELEPHON6Jl4ty ~z8) 25?1:~
BY: IJ .'//',.__, [lfAd?, DATE: _,1iJ/~,I~ :7 Wl(LIA, G. MACK) ::::,_____ , ,
R.C.E. N0.:•_;,~20,_ _________ _
REGISTRATION EXPIRA110N DATE:_ Ll2<,l.c.3u.1lu1_,.4 __ _ '
SEE SHEET 2 FOR OMWD RECYCLED WATER NOTES
W, .... ~~ GREGG '1( $'.::y +. ~ ti~ o/9' ~ '"' z :t] No . 73620 fl1
a:: Exp. 12/31/14 ""
* * o>~ C!Vll-/,,!;,'<
a! OF c~1-1.r.SW
SEE SHEET 3 FOR LWD SEWER NOTES AND MANHOLE TABLE
5£,Lvf;R LP.1£,.P.At.. BACl'-i:'LO w R'E:.Glv1R€Mf.,-...>"rS,;
,tllZ fC't>1. ... ow1.vc, LOTS tNr,._i... SE: Rf"l::!v,l?.'°O -re> rJU5mt,u..
e,JICl'-·t°a,.,OW !'l~.£',){:r..,; £,~.$. D,-,} !':>t.=°w~P. t..AT£1u, L-
CCNNtC-... r •oN '5,: 15, 1<.,,,,-11 1S, 1"1, 2, ,, -i-'l.., ~'-f, ... t-5, '7-~
1.. -,, ;..q, ~, '=>'2--, ?,3,, '34 , '3 t>, 4 'Z-1 4'1., l.f 1./, & 5 I
L,-.,_
T---.'\ '-\. -CITY OF ENCINITAS "
DEVELOPER
CWV LA COSTA 49, LLC
5927 PRIESTLY DRIVE, SUITE 110
CARLSBAD, CA 92008
PHONE (760) 918-6768
SOURCE OF TOPOGRAPHY
2• REC.
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL
PHOTOGRAPHIC METHODS FROM INFORMA 110N GA 1HERED ON
SEPTEMBER 1, 2000 BY TOW/LL, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 110NAL 'MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
.c22<.3>=.!i0<>.61t=.1i0~1.~2.:..2:,,i.3=i06211=-;,.02'-----~--------,
THE CALIFORNIA COORDINATE
N 1978 E 6268
BENCH MARK
INDEX OF THIS PROJECT JS
DESCRIPTION: TOP OF CQNCRETf POST MARKED KJ02 1935
LOCATION: SEE SAN DIEGO COUNTY NORTH COUNTY VER11CAL CQNIBOI DATA BOOK FOR BENCHMARK KJ02
ELEVATION: 533,388 DATUM: NAVD 29
REFERENCE DRAWINGS
CT 99-04 DWG. 9J7-1C
LCW FILE NO. 201-86
OMW DWG. C-1
BASIS OF BEARINGS
1HE BASIS OF' BEARING FOR THIS SURVEY IS 1HE
CALIFORNIA COORDINATE SYSTEM 1983,ZONE 6,1991.35
EPOCH,NORTH AMERICAN DA TUM OF 1983 (NAD8J),GR/D
BEARINGS BETWEEN STATION 147 AND STATION 152 AS
SAID COORDINATES ARE PUBLISHED IN THE CITY OF
CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED
BY RECORD OF SURVEY MAP NO. 17271,FILEO IN THE
OFFICE OF THE SAN DIEGO COUNTY RECORDER ON
fEBUARY B,2002.
IE: N04"55'J9"W
REFERENCED BEARINGS FROM OTHER DOCUMENTS/
DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION
147 IS 0.99993947
GRID DISTANCE = GROUND DISTANCE X COMBINED
SCALE FACTOR .
LEGAL DESCRIPTION
BEING A PORTION OF THE EAST HALF OF LOT 6 OF RANCHO
LAS ENCINITAS IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 848, .
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, JUNE 27, 1898
LW S-J
8" PVC WATER MAIN --w,----'1,,.-
10· PVC WATER MAIN W ..
8" CML&C STEEL WATER MAIN W ••
WATER/IRR SERVICE ASSEMBLY 75 GPM OMW B-1.5 & -----f~H.§)€'·~pl
W/ BACKFLOW PREVENTER OMW C-2.1
1" WATER SERVICE ASSEMBLY OMW B-1.1 -----□~@
2• BLOW OFF ASSEMBLY OMW A-1.1 --()
REDUCER (SIZE PER PLANS)
a• GATE VALVE:
(UNLESS OTHERWISE NOTED)
--2· MANUAL AIR RELEASE ASSEMBLY
2• CA V ASSEMBLY
TEE (SIZE PER PLANS)
FIRE HYDRANT (2-WAY)
OMW D-3.1
OMW D-2.2
OMW A-2.J
OMW A-3.J
OMWV D-J.J
OMW C-1.1
~
a• PVC RECYCLED WATER MAIN ---RN---
6" CURB & GUTT£R
SIDEWALK
SDRSO G-2
SDRSD G-7
I I
AC PAVEMENT 4" OVER 6' BASE
AC PAVEMENT 4• OVER 4" BASE
PEDESTRIAN RAMP
PEDESTRIAN RAMP
CROSS GUTTER
SORSD G-27 TYPE A fi
SDRSD G-28 TYPE 8-1 fi
SDRSD G-12 • _A,· ','_ !l:~ h,
DRIVEWAY SORSD G-14 A " h
18' RCP STORMDRAIN
24" RCP STORMDRAIN
JO" RCP STORMDRAIN
CONCRETE HEADWALL
CONCRETE VELOCITY DISS/PA TOR
TYPE F CATCH BASIN
TYPE 85 CLEANOUT
MODIFIED TYPE A DEEP CLEANOUT
TYPE B CURB INLET
SIDEWALK UNDERDRAIN
GUARD POST & BARRICADE
SDRSD D-34
SDRSD D-41 -lt'.
SDRSD D-7
SORSD D-10
SDRSD D-"1 &
DETAIL SHEET 15
SDRSO D-2 •
SDRSD D-27 •
SDRSO M-9
STREET LIGHT /5,500 PUPIL SORSD E-1 E-2 •
LUMEN) WITH SHIELDING Pt2fV,, r E, '
STREET LIGHT (13,700 PUPIL SDRSD E-1, E-2 •
LUMEN) WITH SHIELDING PIZIV;t/TE
STREET SURVEY MONUMENT SDRSD M-10
CONCRETE SLOPE ANCHOR SDRSD S-9
*PS MODIFIED BY CITY STANDARDS
~
l□□I
[a]
[u]]
[a]
II O II
□ □
LEUnCAD WASTEWATER DISTRICl..,Af PROVALS CITY OF CARLSBAD FIRE DEPARTMENT "AS U IL T" ~'1, '2,\llLT /i, n,,VAL-
1 :1\_ ,~~::l;Jilb----~·~ . .,~L---'o~· ''JH/~•"'IL--:,..j REQUIREMENTS
25
3953 LF'
71 LF
526 LF
1
49
14
J
20
12
1
7
12
492 LF
8570 LF
38,272 SF
43,100 SF
110,900 SF
15
1
4680 Sf
5340 SF
485 LF
1242 LF
686 LF
1
1
1
9
4
10
48
104 LF
11
J
24
2
LOG. JPRINKLED YES F.flOW kLd. G.P.M. 1~ u'· ·-·, ,.. ~--,.ATe -~ NO. OF. F.H.(S) ~1r:2 FLOW J5QQ G.P.M. OUT OF ...LF.H,(S),
/fj..,t,,,,..£ ,./J~·'-f Io /8 /I :s L~"h:. .,..,, ,i,. i~ ,7.,-,'II r-·n· -----,.--' _, ----
, STEVE DEERING ;::::____) DATE FIRE'. MAR\r1A~ ' \ DATE REV:WE .,,B: I\ '() ~
~-0\.-.1-VE-,~-J~-lA-!~-j-t,1_\)_~_JIC-I-PA_l_. -,;J-t,_:'f_t:R_O_IS_T_l<._!C'f--~ DUDEK R.C.E. 26514 ./, ~ Ill I/ 001 -'> .:::,j;;i.. S
AS-l}Vll..1' NOTE: SIGNA1URE EXPIRES 1 YEARS AFTER DATE INSPECTOR D TE
.
i.
,·
(Ot\WD W 9 #$5(9000) ~ ~ LJ.eaRe.ill:-J-5:<B.t~ 157J2D3 l----+---+--------------l-----1----1----'>-----l w CI~llN~fiNG ~t~fu~N~AD Ll§_J ~ I
-f;;~, CJ(6g5'_3 D/TTt Joe NVM8!:R. IMPROVEMENT PLANS FOR: C:: ffl 1 J
NoTF.: s1Gt11nw.t: Ex.PIRES 2. YGAis AFTl:K DATe CT 02-17 SHELLEY PROPERT1 1.-J :-; iJ ¾
OLIVENHAIN MUNICIPAL WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT "FAIR OAKS VALLEY" S~]J
RECYCLED WATER SYSTEM APPROVAL POTABLE WATER SYSTEM APPROVAL en"',,;
(OMWIJ W.0.#556600) (OMWD W.0.#556600) ~.I./!~.·. 1 ll? ,, (,v_G.·t.Vl Ai°_ AS_,RtJJ:t.:_ T _ .,,·· .,. , .· .. , ... •· . -,·,.,,_-,·-_, .. 1 •• -.-••. ,.--AP~ 2( '24..i ~)f:GI. N K. VAN PES/,K'/l • lb·CL I-<:'! 11
APPROVED BY:-'f!O,YI.E ENCIMEl;R!NG-GQRµOHA-tJQN, APPROVED BY: il0'11:E J;NCINEERINS conrORKftON' ~ ...... ..,,.~,.s ~ , .~ ., ,.,_ __ . .... .. LJ ,.; -Gl&lRte~llNG-a-~NGINeeR-Bi5"JHIG=fe €0tiGUL'.fUl8 EJiOtUEHR-· ... · ' \ . ,V➔~V(V ,~:{:,,i,i!:t(~•(~-:n ·,---.,..,.., ___ ~---i .. ' D:: --~.:-.J G ~ ~. l.:J.130/1•1 l-1 (.M /A C('.li1. Ol'llu0 1,IA;(m>LI"" ,;>f;;\}\~•o/'J"-5-~ ~SL.li--'!:/ITJJ'II~ SENIOR Cl'llL ENGINEER PE 41204 EXPIRES 3/31115 DATE :5 );:::
_ t ,2• ~ 15732.03 · '(.JUI /0. !I, \'.3 15732.03 OATE INITIAL DATE INITIAL ilAi\ . INITIAL ~ ~.
* AS APPROPRIATE
~ ( r· 1-'1. 7 //,r.l~· iQ[i/l'i I • 11\l'r llol '>!.f,,ll"'f <.n-.~ Alf' ,,..,_~,I :,1-1-h 'I'll' '}/J_/Lf_j_ff_lj i/ciTyt°;f'C-OWN BY: WGM PROJECT NO. DRAWING NO. Cl ra~
C.E. DATE JOB NUMBER • CE ,,,,, ,.,. TE JO REVISION DESCRIPTION CRHVWDKD BBYY:. :?@) CT 02-17 440-5 u 8 :'I ' · · · ·108c,;3 DA B NUMBER ENGINEER OF WORK OTflER APPROVAL CITY APPROVAL en ~ ::i
'--------------------•----------------•---------------------.J...!N::!O:.!TE:;:_S:::;IG:N:_::A~W:::;R:,;;E.!E~X~Pl:;:RE~S:_;2~YE::A:::R;.S_:,A:!:.FTE!.';!:.R..!;D~A~TE;... __ _J_!:!;NO~TE::,:~Sl~GN~A:.!1U~R~E;,;E~X:!;:Pl~R:;ES:..:.2_!YE!;;:A~R~S..!,A~FTE~R..!,D~A~TE!;_ __ _::=====::================:::====::::=====:::::====================::J if ~ ;_
Thu, Oct 3,2013J:\Active Jobs\1451 DUVIVIER\1451.pro PE 1451
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KEY MAP LEGEND
STORMORAIN ==::19=:==
SEWER MAIN s
SEWER MANHOLE s 0 s
WATER MAIN w
RECYCLED WATER MAIN
FIRE HYDRANT §
STREET LIGHTS =-fJ
SCALE: 1 "= 1 oo·
IMPROVEMENT PLAN(S)
· 1 ·-100·
, ~
3,00
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PE 1451
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CJ'I
IMPROVEMENT PLAN(S)
LWD SEWER NOTES
1. LWD APPROVAL OF THESE PLANS ODES NOT RELIEVE THE APPLICANT,
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY
FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING
OR AFTER CONSffiUCTION.
2. ALL DESIGN, MATERIALS, ANO CONSTRUCTION WORK SHALL CONFORM TO
THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS ANO TO
THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PLJBLIC WORKS CONSTRUCTION (GREENBOOK) ANO THE REGIONAL STANDARD DRAWINGS,
MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER
STANDARDS GOVERN.
3. OSHA SAFETY ORDERS ANO OSHA CONFINED SPACE ENTRY REQUIREMENTS
SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3.
DOCUMENTS ON THE JOB SITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE
YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR
OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP
AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE
WHATSOEVER TO LWD.
B. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY.
NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY
OR COMPLETENESS OF THE SEWER QUANTITIES.
7. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY
TO LWD. WORK 13"~1 I NOT COMMENCE UNTIL SUCH MATERIALS ARE
APPROVED BY U'/0.
B. PRIOR TO BEGINNING SEWER WORK. THE LWD INSPECTOR SHALL BE
FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH
LWD STANDARD SPEC SURVEY REGUIREMENTS.
9. PRIOR TO BEGINNING SEWER WORK. CONTRACTOR SHALL SECURE A
LWD PERMIT FOR CONSTRUCTION ANO SHALL PROVIDE A MINIMUM
OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION.
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED
FROM THE JURISDICTIONAL CITY, COUNTY. ANO/OR OTHER APPROPRIATE
AGENCIES.
11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY
SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING. BRACING, SLOPING. OR OTHER PROVISIONS TO BE
MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING
GROUND DURING TRENCH EXCAVATION ANO PIPE INSTALLATION THEREIN.
THIS PLAN MUST BE PPEPARED FOR ALL TRENCHES FIVE FEET OR MORE
IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE B,
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY
LWD SEWER NOTES CONTINUED
21. LENGTHS OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS ANO LATERALS, UNLESS OTHERWISE
APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE
BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK.
22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENT A TION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED,
THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-
ESTABLISH ANO RECORD THE MONUMENT CHANGE PER STA TE LAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED
BETWEEN THE SEWER PIPE ANO ANY OTHER UTILITIES.
24. SEPARATION OF SEWER/WATER ABO SEWER/RECLAIMED WATER SHALL
COMPLY WITH LWD STD OWG S-2 ANO WITH ALL COUNTY ANO STATE
HEALTH DEPT REGULATIONS.
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE
DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER
SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD
INSPECTOR. OR AS APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LDCA TED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON
THE PLANS.
27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH
LATERAL LOCATION BY THE CONTRACTOR.
2B. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH L!A TERAL THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO
THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERM INA TE B" ABOVE
PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG
OVER THE CUSTOMER ENO OF THE LATERAL SHALL EXTEND ABOVE GRADE
UNTIL CONNECTED ANO SHALL THEREAFTER BE BURIED AT THE POINT OF
CONNECTION.
29.ALL PIPE SHALL BE HA/\fJLEO AND INSTALLED SO AS TO PROTECT PIPE,
JOINTS, LINING, ANO COATING. THE PIPE SHALL BE BEDDED TO PROVIDE CONTIM/OUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL
BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE
SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.
30.PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL
THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED
BY THE PIPE MANUFACTURER.
31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWO SEWER
STANDARDS. WATER JETTING SHALL NOT BE ALLOWED.
32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
LWD SEWER NOTES CONTINUED
44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETEO PVC SADDLE
WYE OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES,
STANDARD BELL ANO SPIGOT OR PLAIN ENO I/YES AND PLAIN Ei'lJ PIPE SPOOLS MATCHING THE ADJACENT EXISTING
PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALI-CONNECTIONS NOT MADE TO EXISTING WYES
MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32.
45. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE
TEMPORARILY PLUGGED ANO BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWO
SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW. LWO MAY REGUIRE TEMPORARY PROVISION OF DUTY ANO
BYPASS EGUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED.
46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER. REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL
MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL 6"
BE RLJBl]ER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF THE REPAIR COUPLING (SJ. THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE
PLAIN END PIPE. THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER ANO THE REPAIR COUPLING
SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN ENO PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EGUAL APPROVED BY THE LWD DISTRICT ENGINEER.
R/W
I
5'
10'
--
42'
32'
3'
,
i-
102'
60'
32'
VARIES
B.5'-13'
3'
46. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR
CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAG INDUSTRIES. INC. STYLE 50:1 COUPLING OR EGUAL SHALL
BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAG INDUSTRIES, INC. STYLE RC 50:1 REDUCING COUPLING WITH
MATCHING INVERTS. OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER
TYPE G-2
2% / CURB & GUTTER
-./ 2L ' 2%
OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL 8£ DUCTILE IRON PER ASTM A538. GRADE 65-45-12 AND SHALL BE PROVIDED WITH 18 MILS FUSION BONDED EPOXY COLOR COOE:O TO Tl£ TYPE OF
CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM 02000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. PCC SIDEWALK ALL NUTS ANO BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
~
,....
If. 4" A.G. OVER 6" A.B. MIN
(SEE STREET NOTE #1)
R/W 56'
28'
10' 18'
5.5'
1.5'
TYPE G-2
,,---,' 2% _,,--CURB & GUTTER
JUNCTION BOX/ 1 / 2% 2%
TRANSFORMER / ,.1-::: ,
28'
18'
RIW
10'
5.5'
1.5' 'i----+
I
2% 1 JUNCTION BOX/
TRANSFORMER -::i5" PUE WHERE REGUIRED
.9. ....___JOINT UTILITY TRENCH (SEE NOTE A)
• 10.5'
Jr'. -----18" -
10.5' "--.
......._8" PVC WATER MAIN
(UNLESS OTHERWISE NOTED) ('J-----=25=--' -"'-"c----------1
~--8" RECYCLED WATER MAIN
24" RCP STDRMDRAIN
TYPICAL SECTION -CAMINO JUNIPERO
NOT TO SCALE
1' LAP 45• 1' LAP
A
-
RIW
28'
10'
SIDEWALK
A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT
MUST BE SUBMITTED TO THE LWO INSPECTOR PRIOR TO EXCAVATION.
:12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND
TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING
CONTINUOIJSL Y UNTIL THE WORK 15 COMPLETED INCLUDING PLACEMENT
AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LDCA TED IN WET OR AREAS SUSPECTED TO BE WET IN
THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE
GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER
FOR REVIEW AND APPROVAL. CONffiACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER
SHALL NOT BE ALLOWED.
33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE
TESTING BY LWO WILL BE AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED
AT TIME OF PLACEMENT. GPK PRODUCTS. INC .. OR APPROVED EGUAL. MANHOLE
ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. GETTING
OF MH RINGS SHALL NOT BE ALLOWED FOR 4B HOURS AFTER CONCRETE
PLACEMENT. PRECAST MANHOLE BASED ARE ACCEPTABLE FOR USE WITH B"
SEWERS WITH DISTRICT ENGINEER APPROVAL.
PCC SIDEWALK / .9.
PUE WHERE REQUIRED ./,,. _ /4
JOINT UTILITY TRENCH 11 .5 •
11· 11-~~-, 8" PVC WATER MAIN
(UNLESS OTHERWISE NOTED)
/
/ 6V1 -#4 l .x.· cl.
(" I 4" A.G. OVER 6" AB. MIN NOTE A: ALL UTILITIES SHOWN HEREIN (SEE STREET NOTE #1) 8" PVC SEWER MAIN ARE SCHEMATICALLY SHOWN FOR REFERENCE 3' 4"
ONLY. MAINTAIN 1 FT MIN. CLEARANCE AND /
/
/
/ P /1#4 Fl 12" .,I
I '--r/"--f--I ___ __, I
35. JOINTS BETWEEN MH BASE, SHAFTING. CONE SECTIONS, AND RING SHALL
HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACES WITHIN THE FULL
CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP ..
OR APPROVED EGUAL.
18"-48" RCP STORMDRAIN
(AS SPECIFIED ON PLAN) SEPERATION FROM ALL WATER FACILITIES
INCLUDING HYDRANT BURY EL.
TYPICAL SECTION -CORTE CLARO, SITIO AI ,EGRE,
& PORTION OF PASEO CRISTAL
/ V
L ---+-----=--=------1c------1"'-~ ',
IQ_ __ .c._ _ .J. _ --"--...a. __ J
,...... 8' 10" /'
13, THE EXISTENCE AND LOCATION OF UNDERGROUMJ UTILITIES SHOWN ON
THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE
PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, Th;:,;;; ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN
ON THE PLANS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF
OTI-ER UTILITIES OR STRUCTURES NOT SHOWN. OR IN A DIFFERENT
LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL
TAKE DUE PPECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD ODES NOT CONSTITUTE A FIEPRESENTA TION OF THE ACCURACY OF THE LOCATION OF. OR THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,
PIPE. OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800/ 422-4133, AS REQUIRED ey STATE LAW. ALL UTILITY CROSSINGS SHALL BE
POTHOLED PRIOR TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE.
AND FEDERAL SAFETY REGULATIONS INCLUDING. BUT NOT LIMITED TO,
TRENCH SAFETY ANO CONFINED SPACE ENTRY.
17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS
DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE
EARTHWORK SPECIFICATIONS AND THE LCWO STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM
OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO
CENTER OF MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO DISTRICT
ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR OWGS.
WITH INITIALED APPROVAL ON THE MYLARS.
38. ALL MANHOLES SHALL BE VACUUM TESTED 1/ BEFORE BACKFILL, 2) AFTER
BACKFILL. AND 3/ SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL.
37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PPESSURE AIR
TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR
TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE
DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
3B. ALL SEWERS AND LATERALS SHALL BE IN PLACE ANO SHALL HA VE FINAL APPROVAL BY THE LWO INSPECTOR PRIOR ,TO PAVING.
39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER
PER LWD STANDARD DRAWING S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR
PIPE 1B-INCHES AND LARGER PER LWO STANDARD DRAWING S-4.
40. ALL NEW MH'S SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC IT-LOCK)
PROTECTIVE LINING SYSTEM. ALL EXISTING MH 'S WITH MODIFICATIONS SHALL
BE PROVIDED WITH URETHANE OR EPOXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T-LDCK, URETHANE. ANO EPOXY LINING
SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK.
41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 REGUIREO FOR
DEPTH OF COVER OVER 15 ',
42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
TIME NOT TO EXCEED ONE YEMR FROM APPROVAL DATE TO START OF
CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF
CONSTRUCTION. THE DEVELOPER SHALL RESUBMIT THE PLANCHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO
THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE
LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION.
43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE
DRAWINGS. THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES
RIW
5'
3' -PUE 6" ---=-
r
JUNCTION BOX/
TRANSFORMER
/
PUE WHERE REQUIRED
JOINT UTILITY TRENCH
30'
13'
3'
2%
17'
TYPE G-2
CURB & GUTTER
2%
60'
2%
NOT TO SCALE
30'
17' 13'
3' i n 2%
R/W
5'
6" -· -'-
3'
PUE
PCC SIDEWALK --i---(OG ALONG EAST SIDE / n OF PASEO ENCINO)
JUNCTION BOX/
TRANSFORMER
PUE WHERE REQUIRED
·JOINT UTILITY TRENCH
I ~ .. ~o
11--_,_,11,_'------1'-8" PVC WATER
MAIN (UNLESS C 11.5' OTHERWISE NOTED) '--6''x8" PCC CURB TO CONTAIN 1---==---1 0G ON EACH SIDE OF TRAIL
2' 7"
#4 F}
I\
3' 4" 2' 7"
PLAN
B-......., r 18" RCP STDRMDRAIN
,--.----~--,,'-----,;:--,._
12" / '\.\
-7~.2-=-B~":-=-~t---,.__,..-....~ 7.2~ \
-
2 -#4
B---'
BLBVAllON
2 -#4
20. CONTRACTOR rs RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES
ANO SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWO FOR REVIEW AND APPROVAL PRIOR TO
FINAL ACCEPTANCE OF THE PROJECT.
AND CONSTRUCT THE NEW FLCJW-THROUGH CHANNELS IN EACH MANHOLE BASE TO
ACCOMMOCJA TE THE NEW SEWER LINES AS REGUIREO. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING
MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED ANO MANHOLE
CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK
SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCA TEO WITHIN ONE-FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALi-NOT BE ALLOWED.
4" A.G. OVER 4" A.B. MIN
(SEE STREET NOTE # 1) B" PVC SEWER MAIN ALONG EAST SIDE OF PASEO
1B "-48" RCP STORMORAIN
(AS SPECIFIED ON PLAN)
ENCINO WING WAJ.LREINFORCING
NOTES:
LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW MAIN
APN 223-081-01, 02
CT 02-17 DRAWING NO. 440-5
MANHOLE ID NUl,Bl:R
TYPICAL SEC.."TION -PASEO ENCINO, CAMINO MINERO,
CAMINO :Bf!J,LO, & PORTION OF PASEO CRISTAL
NOT TO SCALE
UPS MH PIPE PIPE SLOPE • , nl" t: ,. MH RIM EL.I UPS MH INVER DOtfN MH INVERT Ml\_ DEPTH MANHOLE TYPE NO. OF LINES MANHOLE COMMENTS ENGINEER OF WORK 1---__ c_o_o __ R_D,.IN_A_T ... E_s __ -l LENGTH DIA. PIPE UPSTREAM DOWNSTREAM (FEET) -~ EL. (FEET) E:L. (FEET) (FEET) THROUGH MH LINING
X y (FEET) (IN) MATERIAL (~) ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS O WIN IN OUT IN OUT UPS DDtfN UPS DDtfN UPS DDtfN TYPE MFR. FIRM: PASCO LARET SUITER & ASSOCIATES
08-14995 TO 08-15115 1972697. 16 6265208. 47 84. 00 B PVC SOR-35 1. 00 OFF SITE SEWER ESMT OFF SITE SEWER ESMT 365. 90 36 • 71 358. 69 358. 59 358. 07 357. 98 7. 2, 6. 70 STD STD 1 J CONNECT TO EX MAIN
UPS DOWN
., ,.. ADDRESS: 535 N. HWY. 101 08-15000 TO 08-14995 1972821.3B 626519J.60 125.35 B PVC SDR-35 3.08 OFF SITE SEWER ESMT OFF SITE SEWER ESMT •71.70 38 .90 ~~~•'T'.J.fil:.;..:·="-t·r;-':'35;8:..:·-=~::,,91-,3~5~B~.5==9~9:"'i2,~'T,;7~.2~5H-'iS:i;T/;;O-lr---'i:-ST;:;OH---1:-+--':-1-t--+--+---------,
08-15005 TO 08-15000 1972970.02 6285132.56 159.95 B PVC SDR-35 2.98 OFF SITE SEWER ESMT OFF SITE SEWER ESMT >76.4B 37 .70 3(,:/-,1 -~~-<1..y;.;;}~(,.;;Z.;-:.'-?-"'+';.;l,~Z.:;;•'!-:,-·1-:9,:.·~d4,:-1~9:..;.2,,;2:;..+~S:,:T~O-lr---~STi:iO':--t_;1:-+~j-t--+--+---------, CITY, ST.: SOLANA BEACH. CA 92075
08-15010 TO OB-15005 1973154.55 8265004.39 224.40 B PVC SOR-35 11,23 OFF SITE SEWER ESMT OFF SITE SEWER ESMT 400.20 376.'flB :S<!2., 3, 1'1.Z..I 3&~. \ • 3~6-'I" 7. 7"' 9.24 STD STD 1 1 ( ) 2 2 2
1. CONCRETE SHALL BE 560-C-3250
2. EXPOSED CORNERS SHALL BE CHAMFERED TO 3/ 4"
3. TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY
PARALLEL TO PROFILE GRADE WHEN THE GRADE IS 3% OR MORE
DETAIL-HEADWAJ,L LOT 37
NOT TO SCALE
OB 15015 TO OB J5010 1973212.78 6284889.3B 129.37 B PVC SOR 35 5.15 PASEO ENCINO PUBLIC STREET OFF SITE SEWER ESMT •09.00 400,<20 •~'111.-1 3'f'Z,'2. 3'!Z.,l < j'tZ.,I· 9.89 7.75 STD STD 2 1 TELEPHONE:B5B 59-B I
r,0;;:8~-~15:=:0~2~0:t':,TO:':+O:::B":-_-:1':':5~01':-:5~1;-:'9:;;7~32:::B=':O:'-.-:e:2B::r.6:::2'S6-:4~79:::5~.-:1~2~1~05;;'."i5~2:+-:'B;-,r,,P~V~c-=s'Sa:;;R~-3:::5~-:'_2='-.~oo~-';;C~OR;;;T~E~C:'-LA~R;:;:O~':,;P:':UB:::L~I~C~S:":,T:,:R':':,Ec;;E~T+-iP~A':,;SE~O~E~N::::CI~N~O:r.':PU:':B:':':L~I~C~S;;;TiR::::E,;,E,;,Tr.4,::-09:":,.'-:9'S2+-4~,,..,~_o:::o':-t'4~0~1"'.-:,i37~4~071.""1?'=7:l-¼J,'l~f~."l~--;H1;-:,1:;':'if:',-::-z.-t,!;;B.;...7,;;0-:-'t,9:::-_-:B;;:9:+-:':s,;:TO;:--+-:s~T;;,0;-+-:;2:--t-""'.2;:--+--t--1----------1BY: ___ __,,--,.,.,..,.,....,,......,-::-:-,;-------OATE: ___ _
08-15025 TD 08-15020 1973364.89 6264630.77 194.B2 B PVC SOR-35 2.04 CORTE CLARO PUBLIC STREET CORTE CLARO PUBLIC STREET414.00 4 9.92 •to"i-"'. 401.37 401.17 B.BOJ B.70 STD STD 1 2 ENO SEWER CORTE CLARO (WILLIAM G. MACK)
08-15030 TO 08-15020 1973139. 47 8264724. OB 140. 17 B PVC SOR-35 2. 00 SIT IO CONEJO PUBLIC STREET CORTE CLARO PUBLIC STREET 411. 04 4 9. 92 403. 97 401. 37 401. 17 7. ~-+B __ . __ 10--l_s_r ... o_l--__ s_T0'"-1,-1"---t--2 _______ E_ND_S_E_W_ER_S_I_T_Io_c_o_NE_J_O-t R.C.E. N0.:__,7:.,,'3-620._ __________ _
08-15035 TO OB-15015 1973480.49 6285024.29 299.BO B PVC SDR-35 2.11 PASEO ENCINO PUBLIC STREET PASEO ENCIN• PUBLIC STREET417.BB 40'>.00 '10$·s·•1nc;-,J3'<J.t1,•j ;'3'1.1!,l:12.2<19.89 STD STD 1 2
08-15040 TO 08-15035 1973808. 73 6265056. 27 131. 28 B
08-15045 TO 08-15040 1973722. 87 6285059. BB 118. 22
PVC SDR-35 3. 03 PA SEO ENCINO PUBLIC STREET PA SEO ENCINO PUBLIC STREET 419. 54 41 T. 68 L[IO. f) , L[O"I, "1 "I&~-,,· 'IOS · J 10. 1j:h1':".2:--.-':2:":31-:":ST:'.'.O:-i--:S:,:T';:0-f--::1-t--'1:-+--+----lt----------j REGISmA TION EXP/RA 7ION DA TE: .....,t,._Zl.uJ,.,_J,_/,./4 ....... __ _
B PVC SDR-35 2.29 PASEO ENCINO PUBLIC STREET PASEO ENCINO PUBLIC STREET422.12 4:19.54 'll"Z.,} "U?.,I, 'j/0,0! "'!Oq,1110.04 0.12 STD STD 2 1
OB-J5050 TO OB-15045 J973999.91 8265145.56 292.86 B PVC SOR-35 6. 40 PA SEO ENCINO PUBLIC STREET PA SEO ENCINO PUBLIC STREET 440. 00 ¥'<'. 12 ·no. ~ .• ,. rn. ~ '"'1'2 , ~ ; •111. . I • 9. 17 0. 04 STD STD 2 2
08-15055 TO OB-15045 1973725.55 62650J2.29 47.6B 8 PVC SOR-35 4.51 PASEO CRISTAi PUBLIC STREET PASEO CRISTA, PUBLIC STREET•22.B7 422H2 "{•I.~ t•i,'l.. '110,'V •!Jt),":f-'B.65 10.04 STD STD 1 2
SECnONA-A
1 -#4
SBC'llON B-B
j '3"
j '6"
OB 15080 TO OB 15055 1973784. 72 6264904.14 116. 87
08-15085
08 15070
TO 08-15080 1973893. B4 6264756. 21 196. 56
TO OB 15065 1973954. 01 B2647J5. 70 72. 94
B PVC SOR 35 4.51 PASEO CRISTA£ PUBLIC STREET PASEO CRISTAi PUBLIC STREET429.13 421!.87 ,!'!;'-''l'l.'f '"!!'l."f, •11• ,'l.• 9.64 8.65 STD STD 1 1
a Pvc saR-35 a. 51 PAsEa CRISTAL PUBLIC STREET PAsEo CRISTAL PUBLIC sTREET •44. a5 4~9. 13 ~:,~.,. : '134-3 , •11 ·"' "l• ·". B. f.i9";. 6t4rt--stTrnDr1Hs§'iT~o,..._1r-t---1r-t----r--r--------11-__ .j__ _ _j... ___________ _J... __ -1---i---1----1 I sH3EET I c ITY o F c ARLSBAD ~
B PVC SOR 35 7.73 PASEO CRISTAL PUBLIC STREET PASEO CRISTAL PUBLIC STREET450.69 ,44.B5 'fL!'Z,.,3 "l'!Z.,I •p.,,5'11.(1i.J· B.XB B.83 STD STD 1 1 ENGINEERING DEPARTMENT L1§_j
B PVC SOR 35 7. 73 PASEO CRISTAi PUBLIC STREET PASEO CRISTAL PUBLIC STREET 458. 75 0. 89 'l'/1,D c!•l",I .i •t'll., -,,· '1'1'1., I· 9.11:f\ 8. 7B STD STD 1 1 :===~==============-:::::==; u, · " IMPROVEMENT PLANS FOR: OB-150BO TO 08-15075 1974273. 4B B2646B9. 25 248. 00 B PVC SDR-35 B. 51 PASEO CRISTAi PUBLIC STREET PASEO CRISTAi. PUBLIC STREET 47B. 44 4 . 75 -,.;,a,~. •JL~.'iJi. '.:L(r,_'1'-;Jr',~O~;r,•'j;1'1:';~j'-;'":;,~fc9;'-,;;75;-iii;9'-,, 1t8,t.;S;,;TOf;--f--S;;,T;;O;-t~11 t-,1-j---f--4"---------11----J.--..J...-------------J.---J.--..J...--..J...---!
08-15085 TD 08-15080 1974373. 85 8284683. 19 100. 56 B PVC SDR-35 B. 51 PASEO CRISTAL PUBLIC STREET PASEO CRISTAL PUBLIC STREET 4BB. 51 47 . 44 'l"l't-•I I •1-:i:i .... "(!,'!. O' &/(,,lr .?' 9.27 9. 76 STD STD 1 1 CT 02-17 SHELLEY PROPERTY
i,;;0;.::8_1:,:5:.::0.:;9;:.0 l"T'-=0'-+"0:::.B..;1:.;:5.:;0B::.:5;;+:1:.::9.;..7 4.:.:6:.::8..;4.:.;-0"'7-+"6;:.2Ba,.4:.;:B.;..70;:.·:.;;6:.::5-l-"3"-1 o:;.:.-"4.;..7+:::.B-fP.,V;.::C;..S::.:D:;;.R:..,;:;35:.+.::6.;.., 9::.:J:..i,;.P.;.aA.:;SE:;;Oa,..::C:.::RI:,:S:.;T,:.:Al=i,:..P::.:UB::::L:.::I.:;C-'S:;.:T.:.:R:;::EE::.;T4P:.;.:;:ASEr> CRISTAL PUBLIC STREET 506. 53 48 • 51 rr-t::"1:-::"l~'oi-;, qtr;h'c;l 'cl::l';f.;;,"']L/;;'-'.t"l.t.t.:,-~-1--,~-f.;7.:.:. 8zl3/;-t,9:;'.-';2-:;7-t--:S;-;T:;:;O-ll-'S~T~D;-f-"""71 _t-~1;-t---t--fE""NO;;...;S.:;EaaWE;;;.R;..;.,;PA;.;;S_Ea;;O_C;;;.Ra.;;I.;;.S_TA_L11------I----II-------------I-----I----II---I----I " FAIR Q AKS VALLE y"
08-15095 TO OB-15050 1974038.21 6265082.24 74.00' B PVC SDR-35 9.39 CAMINO MINERO PUBLIC STREET CAMINO MINER' PUBJ.IC STREEJ 445.41 4< .00 '-131.1.. 4!1:/-.•f, "'I t),<J11-';4~!J(-';f);_',•'f• rf.;7~,3H9;'''-;1;-::7~--',;S:;::TD:;-+-~S;::T;;;D;-f--';1-f--'2;--+---t--t----------fi1----.l...---1-------------.J---.l...---1---1-----1
08-:15100 TO 08-15095 1974J09.42 6265012.49 100.74 B PVCSOR-35 7.81 CAMINO MINERO PUBLIC STREET CAMINOMINERI PUBLICSTREET453.03 44 ~"1•.,'/t.-:/-''-111,S·,s:•~1,:i,,,, c.i~ .• 7. 9 7.63 STD STD 1 1 ~A=P=P=R~=o::::::yw.==._=/-=L==../)=0¥====:::;G;;:1.==N;:;:::;K:;::.=v:::;A;::N::;:=;P::::;E::::;S:::;K;::I==~
08 15105 TO OB 15100 1974228.60 6284944.92 135.28 B PVC SOR 35 7. Bl CAMINO MINERO PUBLIC <iTREET CAMINO MINER/ PUBLIC STREET 483.28 453. 03 'l~f.-'3 ''!S'l,-1 •/1.j',, ~, , • • 7. ~6 7, 39 STD STD 1 1 ~ ~~-,_ ____ //-?o-1.1_
OB-15110 TO OB 15105 J974328.52 6284783,5B 217.82' B PVC SOR-35 6.BO CAMINO MINERO PUBLIC STREET CAMINO MINER/ PUBLIC STREET 479.80 463.2Ji-•---i-i"1:/Lj't1,Z., '-1~'(,,J '~ ,f B/60 7.06 STD STD 1 1 ENO SEWER CAMINO MINERO I}\ AS ~cJrL,T 'i,. ,,,.., ;r&; SENIOR Civil ENGINEER PE 41204 EXPIRES 3131115 DATE
LAST MANHOLE cooRoINATES ARE: 1972633. 74. 8265211.oB SUMMARY TABLE FOR NEW SK~I.ER,. •-a. 1,; 137""'-ii..~ ~rrro,VJ DWN BY: WGM
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PROJECT NO.
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OB-15075 TO OB-15070 1974025. BB 8264699. 28 73. 94
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FIRM: PASCO LARET SUITER & ASSOCIATES
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TELEPHONEA-~i/; 259~82fl/~
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---··· : · ... ·.·: l r F r· .•••. .. . I ... > .... ' . ! • ~ . ! • I.. . . • I I I .. . I ... ... ' · ... ,.•· .·.·· ... ,> . . .: .OJ.)£._ .!PR!l)~E;=-TPR:O.E~ I ..... ·rQQl{m:c-~:Ql\iISrnIO"]C01f8(Ji11 ···•·· < .. : .. ··n··· ~~, .. e:: . . -_ . -.::: :. ... .... ... . .. ,· ·····: .. ,,:•:y, •.:! : ... :.: L I ''I -•• .:·.
·.... ,, : ;·, -. ··-· -·!--: ·.: .l .:·: .. :,. -.:·: . •"" --·:·;'_· ·.· .. · .. •." .-: ... ·---.·· ... · .. 1·· .·.·.·.•.:: ·-.. · · .. : .· .... '. ·:::: .. -... ·:; -.~.--. : ... ·. . -.. '; ··. -.... :. :. . . -"---~---. ·--. . ..... ---· -t-. . • . ·.: -~ o,·",._,, (""' ·"· -_., -··. ·-.. -·-,,. ----··-. . . --1---. - " -·· ·~ "·· •. , -.~:I'.". CA E 1 ":.L :.tr i .. 1-.:.JQRll"ZQ IA.,.. -:: -,-; i • .--• __ ·-i - . . ,.··:,-::." 1-·. . . .: . "·· ·"' ---,. :~_ ::: ... -_-_""·--··:·1· :\BO,·-.-~:-~ .. ~--. . :.'.-.:. ._: -·:.-. ·-. i -·· -•• --;.;."_, • - -.: -.-:: .•• f :, " LI_~:. "". ··•·_·_-:•.{·· :•· .-::~·-·[ .. "" ... ·· "··_·:,'.::"'' 1·::·.·"" __ '" ...... :i. __ "···.:,. __ ~lni:-... ·-__ ,. ·:·: <::_;,e·:: .. · .. ,_,, ,. .. f• r_·:_ I"··" •· .. :• "'., ':.:·· __ I";· • .:,.:.(,Q·;:::.: ·'·' • """ ·.;:· •• ,'".:-~•.:·: "··;,_"·' •··'.'..'.'·' '"'··:·,:·:_· _-. ,,I·'" ..:L"· : ~~~ .,'.;.l 1~• ~v ,., , .'. .... "· ••• , .... :·.,., .. ; ___ ·, ... .'_;;_:: "" __ e>-_ ·•-· ____ ,,·,:···· ... :.,,;'j",,..·_.,, ··I·" •: ·. :• ·-;···1··, ~,' , .1 -'•· <• ... :,~. ·_ .:. ···... ___ -,. .': ... ,,. ····· . ,.:.~,:' .. :··. ··: -::·. • ,,· :r· .. 1 .; ., : . ,f--CAE:f"yB•\l(fTffAL _: : ..... ,,, ..... ·.,· .. ,,>. ··,_ ···· .. •.-. ., -~ _ -----~_/_:-~~:,. ·-,.-:'.. ___ ·:~ __ ,,-'·-'_., ..... ~1--:::-... ·••r···_;:-_-~:;:::·-:·~:
"'":::-_::-· ·:.,-:::·.1::.-:·:I· .. :· ·:."·•.:::_:_·;,.-··_:->:-<!.:· __ ,. ... ,:_.._-:·.:,.~f-_ _.-.----:·:.·-·-·1,f:."i:1 ...... :·: ....... ,.: .. '.-?:: ..... ,,'":·::· ---.-:.'. r'.":"--·-.<::'_" -~----:.":::::.::·-:-..... ~·: ... :_•:· .. ,._-~-~-: _, ... ~:..:J-:1 .. ••· --l· --___ -... ·_\'.J--:_~·,:·,--,_ ... -.·· ·;·::·:;_·<::--:·-::_:·:.: __________ -.-... _____ :-,-_?/.'.'"":::f:--.----_-"--"., ... --<.>-.--.:_._. ::: .. ,. .. ________ ..... ----., ...... ···-.. "~---... --·:.:~-::::;;t·~~:-:.·:~--_.--:_._ -i--... f ........... ::.·:· _-_:.-.
GRAPHIC SCALE
0
0 CORm CLARO& smo CONBTO-SBWBRDATA
LINE LENGTH BEARING RADIUS DEL TA REMARKS
L:I 1.05.52' S63 •1_4 '5B'"E B" PVC SDR-35
L2 i94.B2' S57 '3 :I '30 ''£ B" PVC SDR-35
L3 :/.40.:1.7' S3Q ·27'52'"W B" PVC SDR-35
◊ CORm CLARO & smo CONBTO-WATBRDATA
LINE LFNGTH BEARING RADIUS DEL TA REMARKS
L:I 68.22' N59 '32 '08 "E 8" PVC CL 200
L2 220.70' N59 •32 '08 "E B '" PVC CL :150
L3 :12B.60' N30 ·27 '52 '"E 8" PVC CL :150
L4 40.:10' N07 •57 '52 "E B" PVC CL 200
FIRM: PASCO LARET SUITER & ASSOC/A TES
ADDRESS: 535 N. HWY. 101 I SBB SHBEl' 12.FOR STORMI
CITY, ST.: SOl ANA BEACH. CA 92075 . DRAIN PLAN & PROF/LB _
TE:LE:PHO:ft~58) 259-IJ2j} ----. / ./
BY: _11 '1At4~~---DATE:: Llf-.l/1 L~
(WILLIAM G, MACK) ·r
I
en
0 ""' ~
00
\
/
I SEE ~11BEI' 13 FOR STORMI DRAIN PLAN & PROFILB
LINE ENGTH BEARING RAOIUS OEL TA
Lt 10.00 · N50 ·00 •13·r:
L :1.8.79' S05'08':13"W
L3 :1.:1.B.08' S50 ':19 '36"W
C:I. 54.76' :194.00 ., :16 ':10 '27"
L4 93.67' S66'30'02"W
~USE :1.0' PIPE LENGTHS
2+()()
REMARKS
10" PVC CL :1.50
:10" PVC CL :1.50
8" PVC CL 150
B" PVC CL :150
8" PVC CL :1.50
0 CAMINO BBLLO-CBNTBRUNBDATA
LINE LENGTH BEARING RADIUS DELTA
Li 127.6B' S50 ':1.9 '36"W
C:I. 56.46' 200.00 • 16 ':10 '27"
L2 83.05' S66 '30 '02 "W
D CAMINO BRCI.Q-CURB DATA
3+oo 3+:,0 4+00 l+oo
'-PROPOSEO IRRIGATION SLEEVES
'-(REFER TO LANOSCAPE PLANS)
SCALE: 1 "=40'
Q PASBOCRISTAL-CBNTBRUNBDATA
LINE LENGTH BEARING RADIUS DELTA
L:I. 47.68' N86 '47'5B"W
Ci :1.:1.6.67' 200.00' 33 '25'23"
C2 :196.56' :1.254.00' 8 '58'52"
C3 25.09' 200.00' 7 ':1:1 ':19"
◊ PASBOCRISTAL-WAT.BRDATA
RA DELTA
2+oo 2+j0 3+oo
D PASBO CRISTAL-CURB DATA
LINE LENGTH BEARING RAOIUS OELTA REMARKS
Ci 49.3B' 33.00' B5 '44 '25" 6" G-2 CURB
C2 106.27' 1B3.00' 33 '16':16" 6" G-2 CURB
C3193.90' :1237.00' 8 '58 '52" 6" G-2 CURB
C4 35.45' 2:1.7.00' 9 '21 '32" 6" G-2 CURB
C5 :199.23' 1271.00' B "5B '52" 6" G-2 CURB
C6 125.52' 2:1.7.JO' 33'08'32" 6" G-2 CURB
Cl 50.BO' 33.00' 88 ':11 '58" 6" G-2 CURB
ENGINEER OF WORK
3+50 4+00 4+50
I SEE SHEET 15 FOR STORMI DRAIN PLAN & PROFILB
IMPROVEMENT PLAN(S)
5+oo
.._.
0 ...
.Ii,
co
C
I
.llli,
.llli,
0
I
(JI
D PASBO CRISTAL-CURB DATA
LINE LENGTH BEARING RADIUS DELTA REMARKS
C:J :134.40' 183.00' 42 '04 '45" 6" G-2 CURB
L1 24'3.00' S02 "1B '5B''E 6" G-2 CURB
L2 192.60' N02 '1B '5B"W 6" G-2 CURB
C2 42.63' 100.00' 24 '25'24" 6" G-2 CURB
L3 50.00' N22 "06 '26 "E 6" G-2 CURB
C3 74.84' 40.00' 107 '12 '27" 6" G-2 CURB
C4 74.B4' 40.00' 107 ':1.2 '27" 6" G-2 Cf}RB
L4 50,00' S12 '1B '27''E 6" G-2 CURB
C5 17.44' 100.00' 9'59'30" 6" G-2 CURB
L5 219.4B' N02 ':I.B '5B"W 6" G-2 CURB
L6 :W0.05' N04 '02 '04 "W 6" G-2 CURB
L 248.00' N02 '18 '58 "W 6" G-2 CURB
C6 36.53' 217.00' 9 '38'47" 6" G-2 CURB
C 45.19' 33.00' 7B '27'47" 6" G-2 CURB
5' B W
PROPOSED B"
PVC SEWER
36
.., ;:':
(IJ 39
·,
7.5'
LOS=275'
FOR 25 MPH
28
EDGE OF
RIGHT OF WAY
PLAN -PASEO CRISTAL
SCALE: 1 "=40'
CJ PASBO CRISTAL-SEWER DATA
LINE LENGTH BEARING RADIUS DELTA REMARKS
C:J 47.85' 200.00' :13 '42 '26" 8" PVC SDR-35
C, 73.94' 200.00' 2:1 "11 '00" 8" PVC SDR-35
L:I. 248.00' S02 '18 '5B''E 8" PVC SDR-35
L2 :1.00.56' S03 '27 '20 ''E 8" PVC SDR-35
L3 3:1.0.47' S02 "18 '58 ''E 8" PVC SDR-35
0 PASBO CRISTAL-CBNIERUNBDATA
LINE LENGTH BEARING RADIUS DELTA
C1 :1.21.79' 200.00' 34 '53'26"
L1 248.00' S02 '1B '5B '"E
C-63.25' 2000.00' 1 '48'43"
C3 63.25' 2000.00' 1 '48 '43"
Lo :::66.54' S02 '1B '5B"E
LOT
23
36
37
38
39
40
41
42
43
44
45
46
47
4B
49
50
51
c
Qi ... en
~'.::; ::,. . ffi~ ~ ~ .... .., ": "'01 -~ "0 ..,
;:':
(IJ
43 -.. . . •
~ ITi
8l PROPOSED
PVC WA
jQ'I-0 L
:· <). -----PROPOSED IRRIGATION SLEEVES
REFER TO LANDE JAPE PLAN
(TYPICAL)
LOS=275'
FOR 25 MPH 35
:,..
C :a: <qO
~w
i:.: .,., .
~~ ~ .., (IJ to ..,
(IJ
•
' B"
R
L2
-
51
PASBO CRISTAL SEWER LA7ERALDATA
STA/OFFSET IE@MAIN DROP@MAIN SLOPE IE@PL FG@PL DEPTH@PL LENGTH
5+49.28 30.00' RT 443.07 1.20' 8.3% 446.75 452.25 5.50' 30.00'
7+23.56 30.00' RT 457.43 :1..20' :10.3% 46:1.73 467.23 5.50' 30.00'
5+9B.6:I. 30.00' LT 446.83 1.20' 9.2% 450.79 456.29 5.50' 30.00'
6+74.26 30.00' LT 453.25 1.20' 9.9% 457.4:1. 462.91 5.50' 30.00'
7+60 .24 30 .00 ' LT 460.54 :1..20' :10.7% 464.95 470.45 5.50' 30.00'
8+43.10 30.00' LT 467.98 :1..20' 10.0% 472.:/.8 477.68 5.50' 30.00'
9+30.:1.9 28.53' LT 474.98 1.20' 10.6% 479.20 484.70 5.50' 28.53'
0+22.:1.B 2B.OO' LT 4B1.84 :1..20' 12.4% 4""'-"" 492.02 5.50' 2B.OO'
11+02 ,.., "" fl() ' Ii 46.'.42 1.20' '".ii! ,.r,, nc 498.45 5.50' 28.00'
H+8B.04 29.1:1.' LT 40 •.. , 1.20' '"',J;!,l ~ 5n4 na 5.50' 29.:1.1'
j2+28 .73 36 .03 ' L 40,::::_~~ 1 ~n• ".a =~c ~~ 5.50' 36.5B'
~ "" ".)".)~' / 4Q7&J_ f "'". R ,., "'" ,,., "0"' fl'> 5.50' 43.23'
«>+an oa 17 _n4 • 1 T ,na "" f ·"() ' " ..,., ..,,,, ,n """ nn ".t:i!2.' ""..m:... .,-,+rm ,d-=l ,f7 AC• 01 497.94 1..20' ""'" "'" ""' 507.13 5.50' 47.90'
'"'+""' an ,7 1a · m 497.24 1.20' 5.0% 501.56 507.06 5.50' 61.73'
'"+"7 a, "' .19 • 01 ~ 1 ' " osr>< nn l:i!ifi. ,:n ,; osn ' R7 7"i'
11+25.33 28.00' RT 1.20' 16.3% 494.78 500.28 5.50' 28.00'
.... .,.,
~ :,.. .., ..,
;:': .....
(IJ + .,., .,.,
;:':
(IJ ii
44 -
49
IMPROVEMENT PLAN(S)
JAt
A = ... -•·· .. .. ' " "' .. '" ,. ·--'""
• ''" ,. '" s '" " ,. ,. •
... . ··1 ····
<) PASBOCRISTAL-WA1ERDATA
LINE
C:I.
L:I.
L2
L3
L4
LENGTH BEARING RADIUS DELTA REMARKS
1.16.41' 1B9.00' * 35 ':17'27" B" PVC CL :150
297.01' S02 '1B '5B "E B" PVC CL 150
50.55' S03 '27 '20 '"E B" PVC CL 150
247.04' S02 '1B '5B '"E B" PVC CL :1.50
55.24' S20 ':11 '02 "W B" PVC CL 150
•• WATER SERVICE INCLUDES SERVICE
FOR AUTOMA 11C SPRINKLER SYSTEM
ENGINEER OF WORK
FIRM: PASCO LARET SUITER & ASSOCIATES
ADDRESS: 535 N. HWY. 101
CITY, ST.: SOLANA BEACH CA 92075
:::EPHON~!:~
· (WILLIAM G. MACK)
R.C.E. NO.:·_j'..J§2'.Q_ ________ _
REGISTRA 110N EXP/RA 110N DA TE: -1.1,;,,2/,<.3u.1 lu1.,,_4 __ _
FESSJ:
GREG
No. 73620
p. 12/31/1
CIV1'-
DATE: tt;let)_,.7::.,__
··--*-,,--
GRAPHIC SCALE 1"=40'
c...-w-=~---••···••11:i1~~~!!!!~1
0 40 80 120
INSPECTOR
1!! ~ ,, u I SH8EET j CITY OF CARLSBAD ~ ~====~====:============================~====~====~====~===~ ENGINEER_ING DEPARTMENT LJ .. §_ J
~'. Cf .. " (.; ',l
,i ~
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
CT 02-17 SHELLEY PROPERTY
"FAIR OAKS VALLEY"
a:=w1~, ••• w~1 -~ -r'"'. ,, .. t-5ll-a. -uc;;; :::, 0 ..., .., • ...,cn~: ': w, Ul !1 ui L-<(e,j;o,
.-~ ~ ,1 ~y~ &-GLEN K. VAN PE~;U.Q:-lL ~ j:~
SENIOR Clv1L ENGINEER PE 41204 EXPIRES 3 31 15 DATE s ir J
RcHvwoKD 88 Yy:_ ~ CT 02-17 440-5 en ;'. :l
CB 45,19' 33.00' 7B '27'47" 6" G-2 CURB
DAlE INITIAL DAlE INITIAL OWN BY: WGM PROJECT NO. I DRAWING NO. B li ~
OlHER APPROVAL CITY APPROVAL ,Ca.; " •
.... _____ ......,. __ __.,......,.__._ ________ .......,......ii..,_ __________________________________________ .f==================:.!:-:==;;:;;;:;!;;;;~~~~~~~~~~~~ •·-" •• 0.
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0
00 :E
0 G')
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...i.. .s::i,.
00 O
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LINE--\'!';-~
RO~ p .. · t,\1NE _ t,\ONUM
PR 00-15050
1.-WD +96,1 1
•31" 13' R
A~!;;~ ·~ow off t,11NE
1-<-
(p.
8 " a,~ E 1RA1L ~ a1..ol'l 5, w1.o Roe\<. c2f ;vt-t posED Rusr1ED pROl~E C dlo
NA' ttrv'~
5-gSS~A~ OFflSlJ..,..
C) CAMINO MINBRO-SBWBRDATA
LINE LENGTH BEARING RADIUS DELTA REMARKS
Li 74.00' S5B '49 '58 'c 8" PVC SOR-35
Ci 100.74' 200.00' 28 '51 '40" 8" PVC SDR-35
L2 135.26' N29 '58 ':18 "W 8" PVC SDR-35
C2 217.62' 200.00' 62 '20'40" 8" PVC SDR-35
◊CAMINOMINBRO-WA1ERDATA
LINE LENGTH BEARING RADIUS DELTA REMARKS
Li 62.88' N59 '51 '29 "W 8" PVC CL 150
Ci 95.01' :189.00' 28 "48'07" 8" PVC CL i50
L2 1.28.23' S29 '58 '18"E 8" PVC CL 150
C2 244.iB' 21:1.i2' 66 'i6':10" 8" PVC CL 150
L3 59.19' N87 '41 '50 "E 8" PVC CL 150
HUSE 10' PIPE LENGTHS
LOT
24
25
26
27
28
29
30
3:1
32
33
34
35
52
25
•
" '--'I.J.,
8; . 7~!j ~ I ~~/J'i/1
"' ~ & ~~ _;f if/id,~ ~(/J • ""
'-I 'Ii:!
~! rt\~
t;:; tJ<o a -, ~o .-,
"" r-~ 27 ,...
4 50
w
>-:a: [l/0 " 1 ~ "I;
Sl :a:
~" ~
(/J (q ~ ~ (/J
33
q
"'-" A· -:0 . ~
CAMINOMINBRO SEWER LAmRALDATA
STA/OFFSET IE@MAIN DROP@MAIN SLOPE IE@PL FG@PL DEPTH@PL LENGTH
1+89.72 30.00' LT 439.00 1.20' 4.1% 441.42 446.92 5.50' 30.00' PLAN -CAMINO MINERO
2+50.19 30.00' LT 443.72 1.20' 3.6% 446.00 451.50 5.50' 30.00' SCALE: 1 "=40'
3+29.94 30.00' LT 449.95 1.20' 2.9% 452.03 457.53 5.50' 30.00'
4+75.26 30.00' LT 460.64 1.20' 3.9% 463.02 468.52 5.50' 30.00'
6+17.63 30.00' LT 470.32 :1.20' 7.5% 473.76 479.26 5.50' 30.00'
2+:10.65 30.00' RT 440.64 :1.20' 4.5% 443.19 448.69 5.50' 30.00'
3+:17.62 30.00' RT 448.99 1.20' 3.0% 451.09 456.59 5.50' 30.00'
3+96.69 30.00' RT :1.20' 5.50' 30.00'
+ 5.50' 30.00'
5.50' 30.00'
5.50' 30.00'
~~,---~~~~51°o r~iwtc~w: tclJVES
(TYPICAL!
EDGE OF
RIGHT OF WAY
15' ---
~~ ~+-o i<,s,,,_'s>o,.
%0 "k ~ ~Q~
-?, /4,~
0 ~
~15' ~ «c,!'Z-,,_
~-a~ ''t:i:'· -~ ,,,_J,,,
D CAMINOMINBRO-CURB DATA
LINE LENGTH BEARING RADIUS DELTA REMARKS
C1 25.40' 63.00' 23 '06'08" 6" G-2 CURB
C2 138.31' 57 .18' 138 "35'41" 6" G-2 CURB
C3 24.23' 63.00' 22'02'24" 6" G-2 CURB
Li 135.26' N29 '58 '18 "W 6" G-2 CURB
C4 87.38' 183.00' 27 "21 '27" 6" G-2 CURB
L2 30.41' N87 '41 '02"E 6" G-2 CURB
C5 236.12' 211 .oo· 62 '20'40" 6" G-2 CURB
C6 47.12' 30.00' 90 ·oo·oo" 6" G-2 CURB
L3 26.41' S87 '41 '02"W 6" G-2 CURB
Cl 51.84' 33.00' 90 ·oo·oo" 6" G-2 CURB
L4 13526' S29 '58 '18 "E 6" G-2 CURB
CB 199.13' 183.00' 62 '20'40" 6" G-2 CURB
L5 25.93' S58 '49 '58 "E 6" G-2 CURB
C9 109.31' 217 .00' 28 "51 '40"
C10 49.30' 33.00' 85 '35'18" 6" G-2 CURB
IMPROVEMENT PLAN(S)
ENGINEER OF WORK
FIRM: PASCO LARET SUITER & ASSOC/A TES
ADDRESS: 535 N. HWY. 101
CITY, ST.: SOI ANA BEACH CA 92075
TELEPHONE: ~f-FJ!,81259-8212
BY: ~_,?,_---;t:/4,e.J;
-('MLLIAMG.-MACK)
R.C.E. N0.:~7=3=62=0~----------
REGISTRAllON EXP/RAllON DATE: 12131/14
No. 73620
p. 12/31/
0 CAMINOMINBRO-CENTBRUNBDATA ,
LINE LENGTH BEARING RADIUS DELTA
Li 74.00' S58 '49 '58 "E
Ci 100.74' 200.00' 28 '51 '40"
L :135.26' S29 '58 ':18"E
C 217.62' 200.00' 62'20'40"
L3 77.41' S87 '41 '02"W
INSPECTOR
I SHgEET I CITY OF CARLSBAD ~ 1----1---+----------------f---+----t---+---I ENGINEERING DEPARTMENT Ll§_j
1----1----t------------------,1------i----t---+---I
GRAPHIC SCALE
80 120 DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
IMPROVEMENT PLANS FOR:
CT 02-17 SHELLEY PROPERTY
"FAIR OAKS VALLEY"
AP~ ..J 4 =-? ,/GLEN K. VAN PESKI
,E,.._ ... ~~~~=,c-~-----//-?b-/.$
SENI R CML ENGINEER PE 41204 EXPIRES 3 31 15 DATE
OWN BY: WGM
CHKD BY: -:;'4:>
RVWD BY:
PROJECT NO.
CT 02-17
DRAWING NO.
440-5
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I I
0
~
G')
A A
0 I
(II
IMPROVEMENT PLAN(S)
, -:·. :. : ,. 'll.L.Jci,-.
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C1.0 1.70.41.' 1264.50' S07 '48 '36"W 24" RCP 1.350-0 0 40 80 120
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ENGINEER OF WORK
FIRM: PASCO LARET SUITER & ASSOC/A TES
ADDRESS: 535 N. HWY. 101
CITY, ST.: SOI ANA BEACH, CA 92075
TELEPHONEj 1858 259-8212 ,-· ~~----J
CITY OF CARLSBAD L_@J fj ! f----lf----t-----------------1---t---t---t--1 5 ENGINEERING DEPARTMENT 1 8 i'.i ~ "===:::'...:===============..::::==:::; .. r '' 'l IMPROVEMENT PLANS li'OR: -en ~ ::' LINE LENGTH BEARING RADIUS DEL TA REMARKS -LoJ ·• "
n~Essz +L21. 4.69' S44'3250"W 1.1a8 ·:.RRCCPP 113355o0-_o0 ,dtai.lbS~B.· UILT" CT 02-17 SHELLEY PROPE,,RTY ~~0 ;~J
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R£GISTRADONEXP/RATIONDATE:_~12..,l~3""1/~14~--~~CIV1\..r$J~-.,, L23 91 ·50 ' N3o·21.•3a"W 1.B"RCP1.35o-O :2S,c:@CT\JJv, ~ .:;;, . .,., DATE INlllAL REVISIONDESCRIPTION DATE INlllAL DATE INlllAL CRHVWKDOBBYY;~ CT 02-17 440-5 !! ;'.i L~=~~:__:::~~:_.:._:::::::::.._ __________ __:::OF~c~~~l1:~~==---------=+~us~E~W.~:<1~T£~R~n~G~H~T..'.J~o,~N:Ts~---------------------------J.!IN~s:P~E~C~To~R~---------~::::.._J:E~No~1N~E:E:R~o~F~wo~RKl:================_j_~oTH~ER;_;;;AP;P~Ro~v~AL;;_!_;;c~1TY~A~PP~R~o;vA~L~~~~~~E~~§~~~~~~~~~~~~~ it :: i
BY: _JJ-lU~/1.111.,,J& DA1E: 1bf t1t(!-;_
(WILLIAM G. MACK)
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FS=414.89
FS=415.08
FS=414.95
FS=415.18
FS=415.37
CENTERLII'E OF CAMINO JUNIPEF/0'------------I/.IPROVE/.ENTS
FS=421.07
FS=420.84
FS=421.49
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SEE SHBEl' 5 FOR PASEO ENCINO IMPROVEMENTS PLAN -INTERSECTION OF CAMINO JUNIPERO & PASEO ENCINO
ENGINEER OF WORK
FIRM: PASCO LARE[ SUITER & ASSOCIA1ES
ADDRESS: 5J5 N. HWY. 101
SCALE: 1"=10'
CITY, ST.: SOI ANA BEACH, CA 92075
TELEPHA rf.t!,B) 259-8212
BY: -~th~.L/4~;,~J"',:::.___--DATE: /q)y,/,J"g (WILL G. MACK) , r/
R.C.E. NQ.:_,_7..:36""2""0 _________ _
GRAPHIC SCALE
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t---t---J----------+---+------l------+----' ~ CITY OF CARLSBAD ~l ~ ENGINEERING DEPARTMENT L1§_j
::=lM:::P::R:=:O::_=:VE~ME==NT==P=LAN====s :::FO::::::R::::::::::::::::::::::::::;::::::::=:=!..~:::::::~
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DATE INlllAL DATE INlllAL DATE INlllAL DWN BY: WGM PROJECT NO. DRAWING NO. Cl
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FIRM: PASCO LAR£T SUITER & A;iSOC/ATES
ADDRESS: 5J5 N. HWY. 101
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BY:__/). f~T;:"/!fdt.~V-__ DAT£: _)1>/tJ./!(!i . . {WiliiAM 1 G. MACK) ,__,_,_If"
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SEE FUTURE CAMINO JUN/PERO
CENTERLINE PROFILE SHEET 18
FUTURB CAMINOJUNIPBR.0-CBNT.BRLINBDATA
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1500.00' N22 '18 '28"E
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SCALE: 1 "=40'
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STRIPING PLAN -CAMINO JUNIPERO
SCALE: 1 "=40'
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STANDARD NOTES FOR SIGNING AND STRIPING
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING.
2. ALL SIGNIN~ STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (LA TEST VERSION), THE CAL TRANS STANDARD SPECIFICATIONS (LA TEST VERSION), THESE PLANS AND THE SPECIAL
PROVISIONS. 3. ALL SIGNING AND STRIPING rs SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE. PRIOR TO
INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE
PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTFR INITIAL
PAINTING. 6. ALL PERMANENT SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE
SHEETING (HIGH INTENSITY PRISMATIC OR EGUAL) UNLESS OTHERWISE SPECIFIED. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED
LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR
EGUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE
CONSTRUCTION PROJECT WILL BE RESTORED TO A ''LIKE NEW" CONDITION. IN A MANNER MEETING THE APPROVAL OF THE CITY
INSPECTOR.
8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE
PROMPTLY REMOVED BY THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS.
11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE
SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS
OTHERWISE SPECIFIED. PREFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE.
13. SIZE OF SIGNS SHALL BE BASED UPON THE RECOMMENDED SIGN SIZES FOUND IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED.
:14. SIGN POSTS SHALL BE SGUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING
M-45.
:15. WHEN A SIGN rs ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING
BRACKET WITH STRAPS.
16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC
WORKS YARD AT 405 OAK AVE. 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS
SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
18. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARD DRAWING
M-:19.
19. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON STREETS WITH A SPEED LIMIT OF 25 MPH OR LESS AHLL BE 4" UPPER
CASE AND 3" LOWER CASE. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS SHALL BE 6" UPPER-CASE AND 4.5"
LOWER CASE. LETTERING FONT SHALL BE CLEARVIEW. SUPPLEMENTAL LETTERING SUCH AS SUFFIXES, BLOCK NUMBER AND
DIRECTIONAL ARROWS SHALL BE AT LEAST 3: HIGH. STREET NAME SIGNS FOR PUBLIC STREETS SHALL HAVE WHITE LETTERING ON A
GREEN BACKGROUND. STREET NAME SIGNS FOR PRIVATE STREETS SHALL HAVE BLACK LETTERING ON A WHITE BACKGROUND.
20. STREET NAME SIGN BLANKS SHALL BE FLAT (NON-EXTRUDED) AND STREET NAME POSTS AHLL BE A MINIMUM :12-GAGE, :1 3/4"
SGUARE TUBING PER SAN DIEGO REGIONAL STANDARD DRAWING M-45
21. EXISTING "STOP" AND "STOP AHEAD" SIGNS ANO PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE
OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
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;:;, 1 0 REVISION DESCRIPTION CHKD BY: 1d.J CT 02-17 440-5 en 8 :.!
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